[0001] The present invention relates to a support for explosion-resistant panels that can
be used in the field of constructions or in particular manufacturing activities as
modular elements for the manufacturing of building walls or of equipment intended
to contain explosive materials or mixtures.
[0002] In the past, explosion-proof constructions were mainly used in the field of defense
e.g. for the manufacturing of weapons and ammunitions depots or of installations subject
to the risk of bombardment. Nowadays these constructions are more and more diffused
and employed not only in the field of defense but also in civil and industrial constructions
comprising environments subject to the risk of explosion.
[0003] An explosion in a closed environment in fact generates a shock wave, i.e. compressed
air that is directly moved by the blast force generated by the explosion, and projectiles
that are detached in the form of fragments from the walls and/or ceilings of the construction.
Secondary explosions are also possible that can even exceed the destructive ability
of the shock wave initially generated by the explosion in the closed environment and
therefore greatly increase the extent of the damages.
[0004] Explosion-proof constructions comprise walls formed of a plurality of panels suitable
to withstand the high blast forces caused by an explosion by being deformed without
being fragmented thus generating secondary projectiles. Thanks to the possibility
of being deformed, these walls also allow to minimize the stresses transmitted to
the bearing structure of a building.
[0005] Patent
US 7406806 describes, for example, explosion-resistant panels comprising layers of masonry or
plaster between which a layer of thermoplastic resin reinforced with glass fiber is
arranged. Each panel is mounted on the bearing structure of a building by means of
suitable supports fixed e.g. by welding or bolting. Upon an explosion, the supports
transmit the blast forces along a stress axis passing through the points in which
they are in contact with or connected to the panel and the bearing structure. The
supports comprise one or more dissipating members suitable to be deformed by partially
or completely absorbing the blast forces. The dissipating members may have various
shapes, e.g. undulated or zigzag, that, depending on the intensity of the blast force,
may undergo an elastic or plastic deformation. The supports may also comprise damping
members combined with the dissipating members, thus varying the characteristics of
absorption of the blast energy and therefore the stresses transmitted to the bearing
structure.
[0006] The dissipating members of known supports for explosion-resistant panels are designed
to have a compression behaviour that is substantially linear when varying the force
applied thereto. Therefore, once the yield stress threshold of the material is exceeded,
the function of absorbing the blast forces is completely assigned to the panels. Since
in most cases the yield stress threshold is exceeded very rapidly, there is observed
a substantially step-like trend of the stresses transmitted to bearing structure,
which may cause even great damages to the structure.
[0007] German utility model
DE 20307778 describes a blast protection for a door and/or window opening in a building having
a panel fixed over the opening and mounted on impact absorbing supports which hold
the panel at a spacing from the opening. The supports are energy-absorbing and can
include deformable supports having a variable surface area along the stress axis.
Energy-absorbing supports include hydraulic and pneumatic dampers.
[0008] German utility model
DE 8703099 discloses a support for explosion-resistant door panels comprising one or more cylindrical-shaped
dissipating tubes and connection means for connecting the panel to a frame. The dissipating
tubes are so arranged as to transmit blast forces along a stress axis perpendicular
to the longitudinal axis of the dissipating tube, whereby the sections of the dissipating
tube transversally arranged with respect to the stress axis have a variable surface
area along the stress axis.
[0009] As taught in
FR 2410119, which discloses an explosion-resistant door for closing and protecting the opening
of a building with a large bay, the shape, e.g. triangular, of the dissipating members
and their arrangement with respect to the stress axis has the effect of allowing a
progressive dissipation of the blast forces urging the bearing structure, so that
a much effective dissipating action is achieved.
[0010] Nevertheless, there is still the need for improving the structure and the operation
mode of the supports for explosion-resistant panels.
[0011] It is therefore an object of the present invention to provide a support for explosion-resistant
panels having an improved structure and allowing to improve the modulation characteristics
of the stresses transmitted to the bearing structure of a building upon an explosion,
thus accomplishing together with the explosion-resistant panels a much effective dissipating
action. Said object is achieved with a support whose main features are disclosed in
the first claim, while other features are disclosed in the remaining claims.
[0012] The sections of the dissipating member of the support according to the invention
that are arranged transversally to the stress axis passing through the contacting
points and/or connecting members of the support to the panel and to the bearing structure
have discontinuity of surface area or materials along the axis. In particular, the
profile of the dissipating member along the stress axis is characterized by one or
more discontinuity points. Moreover, the portions of the dissipating member resulting
from such discontinuous profile may be made of the same or different materials. Hence,
the designer can freely set the behaviour and particularly the mechanical impedance
of the dissipating member upon the application of a blast force. The dissipating member
can thus be easily designed to so that the stress waves transmitted to the bearing
structure are partially or completely blocked/reflected by simply choosing a suitable
ratio of the surface areas at the discontinuity point or points and/or a particular
combination of materials, or in order to concentrate the largest part of the blast
energy in specific points of the dissipating member.
[0013] In this way the support is no longer just a connecting member between a panel and
the bearing structure of a building or an equipment that may be subject to an explosion,
but does become a member suitable to filter the stresses caused by an explosion, that
determines the deformation mode of the panel and the stresses transimitted to the
bearing structure.
[0014] An advantage of the support according to the present invention is that the dissipating
member can be arranged in a container closed at one end and comprising a pressure
member arranged in contact with the dissipating member at its free end. Thanks to
the use of a container it is possible to accomplish both a containing and a guiding
function of the dissipating member, so that any lateral displacement of the dissipating
member and the panel under the blast force can be prevented, thus further improving
the structural characteristics and the operation mode of the support.
[0015] The pressure member can be advantageously provided with an enlarged head portion
that defines a shoulder suitable to limit its movement along the axial direction.
[0016] Another advantage of the invention is that, depending on the design needs, the support
may be designed with one or more pre-set breaking points.
[0017] Still another advantage offered by the invention is that the dissipating member of
the support may be combined in series or in parallel with dampers of a hydraulic,
pneumatic or similar type, thus allowing to vary and optimize the transmission mode
of the blast force generated by an explosion.
[0018] Further advantages and features of the support according to the present invention
will become clear to those skilled in the art from the following detailed and non-limiting
description of some embodiments thereof with reference to the attached drawings, wherein:
- figure 1 shows a schematic perspective view of a first embodiment of the dissipating
member of the support according to the invention;
- figure 2 shows a schematic perspective view of a second embodiment of the dissipating
member of the support according to the invention;
- figures 3 to 5 show further embodiments of the dissipating member of the support according
to the invention;
- figure 6 shows a schematic perspective view of the support of the invention;
- figure 7 shows an exploded view of the support of figure 6; and
- figure 8 shows a longitudinal cross-section taken along line VIII-VIII of figure 6.
[0019] Figures 1 and 2 schematically show two embodiments of a support 1 wherein only the
dissipating member is shown in order to better explain its characteristics and operation
mode.
[0020] Figure 1 schematically shows a support 1 arranged between an explosion-resistant
panel 2 and the bearing structure 3 of a building or an equipment. The support 1 comprises
contact members, e.g. a pair of flanged surfaces 1a, 1b, suitable to allow the contact
between support 1, panel 2 and the bearing structure 3, respectively. Therefore, in
the case of an explosion the support 1 transmits the blast force generated by the
explosion along a stress axis A passing through the contact members 1a, 1b. The contact
members 1a, 1b might also be used to connect the support to panel 2 and structure
3, e.g. by welding or bolting.
[0021] The support 1 further comprises in a known way at least one dissipating member 4
arranged between the contact members 1a, 1b and suitable to be deformed while partially
or completely absorbing the impact energy generated by the explosion.
[0022] The sections of the dissipating member 4 transversally arranged to the stress axis
A have a variable surface area along the stress axis A. Therefore, a blast force caused
by an explosion generates in the support according to the invention stresses having
a variable intensity along the stress axis A, thus allowing the support to carry out
a dissipating action that may be graduated on the basis of the design needs.
[0023] In the embodiment shown in figure 1, the stress axis A coincides with the longitudinal
axis of the dissipating member 4 that has, in particular, a frustoconical shape. A
blast force resulting from an explosion will cause variable stresses along the axial
direction starting from the section having the smallest surface area to the section
having the largest one, decreasing stresses in particular, whereby, depending on the
intensity of the force applied to the dissipating member 4 and on the material of
which this is made, it will be possible that the yield stress threshold is exceeded
at the sections having a smaller surface area and that an elastic behaviour is maintained
at the sections having a larger surface area.
[0024] Alternatively, the dissipating member 4 might have a pyramid, hourglass, or similar
shape.
[0025] In the embodiment shown in figure 2, the stress axis A is instead perpendicular to
the longitudinal axis B of the dissipating member 4. The dissipating member 4 has
in this case a cylindrical shape with a circular cross-section and the stress axis
A passes through a diameter of a circular cross-section thereof. The contact members
are in this case formed by two diametrically opposed cylinder generatrices 1c, 1d,
while the connection may be carried out e.g. by means of a through-hole 1e whose axis
passes through the diameter of a circular cross-section of the dissipating member
4.
[0026] Alternatively, the dissipating member 4 might also have a cylindrical shape with
a non-circular cross-section, e.g. elliptical or polygonal.
[0027] Depending on the design needs, the support may comprise more dissipating members
4 arranged in series or in parallel.
[0028] The dissipating members 4 may have different shapes with respect to one another and/or
be made of materials having a different elastic modulus, density and generally other
physical characteristics that be useful to change impedance, such as the Poisson coefficient,
thus allowing to achieve a large number of embodiments of the support and to achieve
a different mechanical impedance along the stress axis.
[0029] Moreover, the inventor has found that the design of the dissipating member 4 can
be significantly improved by introducing one or more discontinuities along the stress
axis A, i.e. one or more discontinuity points in the function mathematically representing
the profile of the dissipating member 4 along the stress axis A. Moreover, the portions
of the dissipating member 4 resulting from such discontinuous profile may be made
of the same or different materials. This has the effect of allowing the designer to
freely set the behaviour of the dissipating member 4 upon the application of a blast
force. The dissipating member 4 can thus be designed e.g. to partially or completely
block or reflect the stress waves transmitted to the bearing structure 3, or to let
them completely pass, by simply choosing a suitable ratio of the surface areas at
the discontinuity point or points or different materials. Moreover, pre-set breaking
points can be introduced, thus further improving the design configurations of the
dissipating member 4.
[0030] The different portions of the dissipating member 4 so designed can be integral with
each other or individual bodies arranged adjacent to each other and possibly made
of different materials.
[0031] Figures 3, 4 and 5 show three different embodiments of the dissipating member 4 in
which the profile is characterized by discontinuity points. In particular, figure
3 shows a dissipating member 4 having a substantially frustoconical shape with a deep
circumferential groove at a mid-portion thereof. Conversely, figure 4 shows a dissipating
member 4 having a substantially frustoconical shape having an enlarged mid-portion.
Figure 5 shows a dissipating member 4 having two discontinuity points so configured
that a stepped profile is formed at a mid portion thereof. In particular, the portion
having the largest diameter can be e.g. designed so as to be elastically deformed
by the blast force, whereas the portion having the smallest diameter and the intermediate
portion can be designed so as to progressively yield at predefined stress thresholds.
[0032] According to the invention, the dissipating member 4 may be free from the bearing
structure 3 and the panel 2 and inserted in a suitable container that accomplishes
both a containing and a guiding function of the dissipating member 4.
[0033] As shown in figures 6 to 8, the container comprises a tubular member 5 closed at
one end and a pressure member 6 having a substantially cylindrical shape and suitable
to transmit a blast force to the dissipating member 4. The dissipating member 4 shown
in figures 6 to 8 has a frustoconical shape, but it is clear that any shape of the
dissipating member 4 may be used in combination with the container.
[0034] The dissipating member 4 is inserted at least partially and e.g. coaxially in the
tubular member 5, and the pressure member 6 is arranged in contact with the dissipating
member 4, e.g. at its free end when the dissipating member is coaxially arranged in
the tubular member 5. Therefore, the tubular member 5 of the support according to
the invention accomplishes a guiding and containing function of the dissipating member
4 during the application of the blast force along the axial direction.
[0035] Preferably, as shown in the figures, the dissipating member 4 is completely inserted
in the tubular member 5 and the pressure member 6 is sized so as to be partially inserted
in the tubular member 5 thus closing its open end. The pressure member 6 is further
provided with an enlarged head portion 7 that defines a shoulder 8 suitable to limit
its movement along the axial direction.
[0036] In another embodiment (not shown), the dissipating member 4 is inserted in the tubular
member 5 transversally to its longitudinal axis, so that a more compact configuration
of the support may be obtained.
[0037] The tubular member 5 and the pressure member 6 are respectively provided with contact
members, e.g. flanged surfaces 5a, 7a, which allow to simply contact or to contact
and connect support 1 with panel 2 and structure 3.
[0038] It is clear that the embodiments of the support herein described and illustrated
are only examples susceptible of numerous variants. For example, the support according
to the invention may comprise one or more damping members, e.g. of a hydraulic or
pneumatic type, associated with the dissipating member. The damping members may be
arranged in series or in parallel with respect to the dissipating member and allow
to make systems for absorbing blast forces in which the transmission of the stresses
depends on both the shape of the dissipating member and the velocity with which the
blast forces are applied.
1. A support (1) for an explosion-resistant panel (2), which comprises at least one dissipating
member (4) and members (1a, 1b; 1c, 1d, 1e; 5a, 7a) suitable for contacting and/or
connecting the support (1) to the panel (2) and the main frame (3) of a building respectively,
the support (1) being suitable to transmit a blast force generated by an explosion
along a stress axis (A) passing through the contacting and/or connecting members (1a,
1b; 1c, 1d, 1e; 5a, 7a), the sections of the dissipating member (4) transversally
arranged with respect to said stress axis (A) having a variable surface area along
the stress axis (A), characterized in that the function mathematically representing the profile of the dissipating member (4)
along the stress axis (A) comprises one or more geometrical discontinuity points and
in that the portions of the dissipating member (4) resulting from such discontinuous profile
are made of the same or different materials.
2. A support according to the previous claim, characterized in that the dissipating member (4) is integrally formed with the contacting and/or connecting
members (1a, 1b; 1c, 1d, 1e; 5a, 7a).
3. A support according to any of the previous claims, characterized in that the stress axis (A) coincides with the longitudinal axis of the dissipating member
(4).
4. A support according to claims 1 or 2, characterized in that the stress axis (A) is perpendicular to the longitudinal axis (B) of the dissipating
member (4).
5. A support according to any of the previous claims, characterized by comprising a plurality of dissipating members (4) arranged in series or in parallel.
6. A support according to the previous claim, characterized in that the dissipating members (4) are made of materials having different elastic modulus
and/or density and/or Poisson coefficient.
7. A support according to any of the previous claims, characterized by further comprising at least one damping member associated with the dissipating member
(4).
8. A support according to the previous claim, characterized in that the damping member (4) is arranged in series or in parallel with respect to the dissipating
member (4).
9. A support according to any of the previous claims, characterized in that the dissipating member (4) is arranged in a container (5, 6).
10. A support according to the previous claim, characterized in that the container (5, 6) comprises a tubular member (5) closed at one end and a pressure
member (6) suitable for transmitting a blast force to the dissipating member (4),
the dissipating member (4) being at least partially inserted in the tubular member
(5) and the pressure member (6) being arranged in contact with the dissipating member
(4) at its free end.
11. A support according to the previous claim, characterized in that the dissipating member (4) is completely inserted in the tubular member (5), the
pressure member (6) being so sized as to fit the tubular member (5) closing its open
end.
12. A support according to the previous claim, characterized in that the pressure member (6) is provided with an enlarged head portion (7) defining a
shoulder (8) suitable to restrict its movement in the axial direction.