[0001] This invention relates to an armor plate wall structure for safes, security spaces
at banks, and the like, being of a type which comprises an outer wall and an inner
wall set at a fixed distance apart and defining an interspace therebetween adapted
to be filled with a security material.
[0002] As is known, the armor plate walls of safes or for security areas are usually formed
by laminating together different materials each specifically designed to resist some
particular thermal or mechanical tamper means.
[0003] This invention is directed to fill a long-felt need for an armor plate wall which
be specially resistant to tampering by the so-called de-lamination or exfoliation
technique.
[0004] The de-lamination technique consists of removing one by one all the material layers
which make up the wall.
[0005] To meet the above-noted demand, the prior art provides for the use of special steel
alloys, such as manganese steel, or of some other composite materials, such as aluminum
alloys, copper alloys, and cast irons inglobating corindon granules.
[0006] While being generally advantageous, walls so formed have the drawback of being expensive
to manufacture. In addition, not even the use of such expensive special materials
can make a wall invulnerable to attacks performed with the de-lamination technique.
[0007] The technical problem underlying this invention is to provide an armor plate wall
structure for safes and the like, which has such construction and performance characteristics
as to defeat any attacks carried out with a thermal or mechanical means, or the so-called
de-lamination technique, thereby obviating the above-noted drawbacks affecting the
prior art.
[0008] This problem is solved by a wall structure being characterized in that it comprises,
inside said interspace, a plurality of brackets made rigid with said outer wall in
cantilever relationship therewith.
[0009] The features and advantages of the wall structure according to the invention will
become apparent from the following detailed description of an exemplary embodiment
thereof, to be taken by way of illustration and not of limitation in conjunction with
the accompanying drawings.
[0010] In the drawings:
Figure 1 is a top plan view of the wall structure according to the invention; and
Figure 2 is a top plan view of a modified embodiment of the structure shown in Figure
1.
[0011] With reference to the drawing views, the numeral 1 designates schematically an armor
plate wall structure according to this invention. The structure 1 is particularly
intended to form the peripheral armor of either a safe, not shown, or a security area
of a bank.
[0012] The structure 1 comprises an outer wall 2 and an inner wall 3 held at a predetermined
distance apart and defining an interspace 4 intended for filling with a security material
such as a cement mix 5.
[0013] The outer wall 2 is thicker than the inner wall 3, and is formed from large thickness
plate metal, e.g. 10 to 15 mm thick.
[0014] More detailedly, the walls 2 and 3 are held at a constant distance apart and stiffened
by means of partitions 6 consisting of sheet metal angle sectional members 7. Such
angle members 7 have a flat flange portion 8 welded to the inner wall 3 and an opposedly
located web 9 welded to the outer wall 4 all along its longitudinal extension.
[0015] Also provided are holes 10 formed through the angle members 7 to put the various
portions of the interspace 4 in mutual communication for improved spreading of the
cement mix 5.
[0016] Advantageously according to the invention, there are provided a plurality of brackets
11 made of some metallic material which are made rigid with the outer wall 2 in cantilever
relationship therewith inside said interspace 4. Each of said brackets 11 extends
along a vertical direction and is welded to the wall 2 by means of a so-called stress
weld 12. The brackets 11 are laid at close intervals and, in a preferred embodiment,
placed at constant pitch spacings of 5 cm.
[0017] Each bracket 11 is welded to the wall throughout its vertical extension. Each bracket
11, moreover, projects inwardly of the interspace 4 by approximately one half the
thickness of the latter.
[0018] Understandably, the invention also contemplates the provision of a number of bracket
segments in vertically aligned relationship and affixed leaving gaps therebetween.
[0019] A modified embodiment will be now described of the wall structure according to the
invention. In this modified embodiment, items and cooperating parts which have the
same structure and perform in the same manners as in the former embodiment are denoted
with the same reference numerals.
[0020] With reference to Figure 2, a wall structure 15 according to the invention comprises
box-type stiffening rib formations 13 each affixed to either walls, 2 and 3. The ribs
13 have an isosceles trapezoidal cross-section shape with the major base removed and
the minor base portion welded to the inner wall 3.
[0021] Formed in turn through such ribs 13 are holes 10 for passing and distributing the
cement mix 5. Further, the longitudinal edges 16 of each rib 13 are welded to the
wall 2 by stress welds 12 spanning the full height of the wall.
[0022] The wall structure according to the invention is easily manufactured and exhibits
a high resistance to drilling, while effectively opposing any attacks performed with
the de-lamination technique.
[0023] In particular, this structure can be assembled from inexpensive non-special materials,
since its strength comes more from the monolythic character of its construction than
the nature of the materials employed.
[0024] Should this structure be attacked with thermal means in an attempt to cut the outer
wall along a closed line, to then pry it up by means of a crowbar, the brackets provided
inside the interspace resist such a bending effort by acting in constraint. A thermal
means, moreover, would meet at the point of attachment of each bracket to the wall
a change in the material thickness effective to make the cut quite difficult to perform.
[0025] The wall structure of this invention has the additional advantage of being strengthened
by the stress welds spanning the full vertical extension of the connected members,
and that it can be easily filled with the security material throughout.
1. An armor plate wall structure (1) for safes, security spaces at banks, and the
like, being of a type which comprises an outer wall (2) and an inner wall (3) set
at a fixed distance apart and defining an interspace (4) therebetween adapted to be
filled with a security material (5), and characterized in that it comprises, inside
said interspace (4), a plurality of brackets (11) made rigid with said outer wall
(2) in cantilever relationship therewith.
2. A wall structure according to Claim 1, characterized in that said brackets (11)
are laid to extend along a vertical direction.
3. A wall structure according to Claim 1, characterized in that said outer wall (2)
has a greater thickness than said inner wall (3).
4. A wall structure according to Claim 1, characterized in that said brackets (11)
are made rigid with said wall (2) by means of stress welds (12).
5. A wall structure according to Claim 3, characterized in that said outer wall (2)
has a large thickness dimension, being in particular more than 10 mm thick.
6. An armor plate wall structure for safes, security spaces at banks, and the like,
being of a type which comprises an outer wall (2) and an inner wall (3) set at a fixed
distance apart and defining an interspace (4) therebetween adapted to be filled with
a security material (5), and characterized in that it comprises, inside said interspace
(4), a plurality of box-type stiffening rib formations (13) wherein each rib (13)
is affixed to either said outer and inner walls (2,3).
7. A wall structure according to Claim 6, characterized in that each said rib (13)
has an isosceles trapezoidal cross-section shape with the major base removed.
8. A wall structure according to Claims 6 and 7, characterized in that each said rib
(13) has its minor base portion of the trapezoidal cross-section affixed to the inner
wall (3).