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An
Equal Opportunity Company
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Agents
Throughout The World
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1
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Armoured
cover PD |
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2
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Armoured
double door PTO |
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3
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Armoured
door PT |
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4
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Armoured
pressure door DT |
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Benefit
from our 30 years of experience in the fields of nuclear, chemical
warfare, military, civil defence, petrochemical explosion and
ground acceleration equipment consultancy, design, manufacture
and field installation
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| GENERAL |
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Protection
against the impact of fragments and debris |
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Absorption
of nuclear radiation and heat |
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Protection
against nuclear fall out and toxic gases |
| STANDARD
DATA |
| Type |
Frame |
Dimension |
Protection |
Door |
Weight |
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Inner
Width |
Inner
Heigth |
Level |
Thickness |
No
conc |
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mm
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mm
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| Armoured
Door |
PT |
800
|
1,850
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3
|
200
|
205
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| Armoured
Door |
PT |
1,000
|
1,850
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3
|
200
|
250
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| Armoured
Door |
PT |
1,400
|
2,200
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3
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200
|
480
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| Armoured
Door |
PT |
600
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1,200
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3
|
200
|
170
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| Armoured
Cover |
PD |
600
|
800
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3
|
200
|
140
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| Pressure
Door |
DT |
800
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1,850
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0.3
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100
|
115
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| Pressure
Door |
DT |
1,000
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1,850
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0.3
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100
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125
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| Pressure
Door |
DT |
1,400
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2,200
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0.3
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200
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190
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| Armoured
Double |
PTO |
2,400
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2,100
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1
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200
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670
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| Leaf Door
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PTO |
2,400
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2,100
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3
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250
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1,110
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RESISTANCE AGAINST
MECHANICAL LOADS
To estimate the protection
capacity in respect of dynamic loads, the following data can be
used as a basis :-
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| AIR
BLAST |
| Type |
Exterior
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Load
Capacity |
Rebound
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Dynamic
Pressure Load and Static Ulrimate Resistance Pdyn = ru
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Dynamic
Impulse Load
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Interior/Exterior
Resistance
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| PT |
1
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MN/m2 |
10
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kN/m2 |
>
20%
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| PD |
1
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MN/m2 |
3
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kN/m2 |
100%
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| PTO SG1 |
0.25
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MN/m2 |
3
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kN/m2 |
>
20%
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| PTO SG3 |
1
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MN/m2 |
10
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kN/m2 |
>
20%
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| DT |
80
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kN/m2 |
300
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N/m2 |
100%
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GROUND SHOCK
Units will resist ground
shock/acceleration forces up to 80 m/s2
Fixing Instructions
for Shelter Closure
Standardized shuttering
device (1) for shelter doors, also wall shuttering can be used.
The door body with
its frame, has to be placed vertically and wedged accurately to
the wall shuttering boards (2) the door must not be separated
from its frame.
The wall has to be
cast first. The door should not be cast until the concrete in
the wall is sufficiently cured. The door must be cast in the closed
position.
A minimum gap of 4cm
has to be provided between the top of the door body and the ceiling,
and also between the bottom of the door body and the finished
floor.
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